2026-3_WRTA-Roof_Replacement_CONSTRUCTION_DOCUMENTS_5-20-26.pdf

PDF 2 MB Posted May 20, 2026

Attached to: Invitation to Bid- Roof Replacement and Structural Repairs
Solicitation number: ITB 2026-3
Issued by: Mahoning County, Ohio

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Written by GovTribe AI · Jun 23, 2026

This construction document set provides detailed architectural and structural plans for a roof replacement and structural repair project at the Western Reserve Transit Authority (WRTA) facility located at 730 Mahoning Avenue in Youngstown, Ohio. The project encompasses roof demolition and replacement across three connected buildings (Bus Barn & Wash Administration Building, Bus Annex, and Storage Building), with work including removal of existing roof systems down to the deck, installation of new EPDM membrane roofing, replacement of roof decking and structural components, and associated plumbing work limited to roof drains and piping. The total renovation area covers approximately 51,805 square feet across the three buildings, with individual roof areas of 27,968 SF (Building #1), 15,396 SF (Building #2), and 8,441 SF (Building #3). The existing asphalt-based roofing materials are assumed to contain asbestos and must be removed and disposed of in accordance with OSHA, EPA, and NESHAP regulations. The construction documents, prepared by Olsavsky Jaminet Architects (Project No. 24-038), were issued May 20, 2026, and include detailed demolition plans, roof plans with specifications, and multiple architectural details.

The project includes three unit price items for optional structural repairs: sheathing replacement for Buildings #1 and #3 (50 sheets of APA-rated OSB at 4x8 format), roof joist replacement for Building #1 (1,050 lineal feet of 1.375" x 11.375" LVL), and roof joist replacement for Building #2 (1,050 lineal feet of 3.625" x 14" LVL). Three optional alternates are available: Alternate G1 (providing 8" metal gutter and 6" downspouts), Alternate G2 (deduct for truck dock area elimination in Building #2), and Alternate G3 (deduct for all Building #3 work elimination). A $25,000 allowance for miscellaneous work not otherwise indicated is included in the base bid. The project is funded by the Federal Transit Administration (FTA) and requires compliance with FTA Circulars, Transit Buy America provisions, and federal labor standards. The building is classified as Use Group S-2 (Storage) under 2024 Building Code with Type 5B construction, a maximum allowable height of 3 stories (60 feet), and a current height of 25 feet with an occupant load of 100 persons.

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Other files

File	Type	Posted
Invitation_to_Bid-_Roof_Replacement_and_Structural_Repairs_(Addendum_#2_Revision).pdf	PDF	Jun 11, 2026
Building_Wage_Determination_OH20260090_05182026.txt.pdf	PDF	May 20, 2026
2026-3_WRTA-Roof_Replacement_PROJECT_MANUAL.pdf	PDF	May 20, 2026

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INDEX OF DRAWINGS

TITLE SHEETT1

VICINITY MAP

ARCHITECTURAL

TITLE

DETAILSA3

ROOF DEMOLITION PLAN

ROOF PLAN / SPECIFICATIONS

WRTA

730 MAHONING AVENUE, YOUNGSTOWN, OHIO 44502

CLEARVIEW

SCOPE OF WORK

REMOVE ROOF ON THE EXISTING STORAGE BUILDING,

INCLUDING PARTIAL DECK REPLACEMENT. INSTALL NEW

ROOF DECKING AND MEMBRANE ROOFING SYSTEM IN

ITS PLACE. IN ADDITION, STRUCTURAL REPAIRS WILL BE

MADE TO THE EXISTING COLUMNS, BEAMS AND ROOF

JOISTS. PLUMBING WORK SHALL BE LIMITED TO ROOF

DRAINS AND ASSOCIATED PIPING. NO WORK TO BE

PERFORMED ON THE EXISTING MECHANICAL,

ELECTRICAL, OR FIRE PROTECTION SYSTEMS. KEY PLAN

1" = 100'-0" N

MAY 20, 2026

CONSTRUCTION DOCUMENTS

WRTA - ROOF REPLACEMENT

BUS BARN & WASH

ADMINISTRATION

BUILDING

BUS ANNEX

MAHONING AVENUE

MAHONING RIVER

53-061-0-032.00-0

STORAGE

BUILDING BUILDING

INVITATION TO BID #2026-3 ARCHITECT PROJECT #24-038

STRUCTURAL

INSPECTION REQS. / DESIGN LOADS

STRUCTURAL NOTESS2

CODE INFORMATION

2024 BUILDING CODE

USE GROUP S2, STORAGE

TYPE OF CONSTRUCTION - 5B

FIRE SUPPRESSION SYSTEM PROVIDE THROUGHOUT

ALLOWABLE HEIGHT - 3 STORY 60' HEIGHT MAX.

ACTUAL HEIGHT - 1 STORY 25 FT

Aa = ALLOWABLE AREA = 60,750 SF

At = TABULAR ALLOWABLE AREA = 54,000 SF

NS = NS TABULAR ALLOWABLE AREA = 13,500 SF

If = FRONTAGE INCREASE FACTOR = 0.50

BUILDING PERIMETER - 50% TO LESS THAN 75%

OPEN SPACE, 30FT OR GREATER

ACTUAL AREA - 60,484 SF

AREA OF RENOVATION - 51,805 SF

OCCUPANT LOAD - 100 OCCUPANTS

FIRE RESISTANCE RATINGS OF STRUCTURAL

ELEMENTS, OBC TABLE 601

EXTERIOR BEARING WALLS - 0 HOUR

INTERIOR BEARING WALLS - 0 HOUR

EXTERIOR NON-BEARING WALLS - 0 HOUR

INTERIOR NON-BEARING WALLS - 0 HOUR

STRUCT. BEAMS, COLUMNS, ETC. - 0 HOUR

ROOF CONSTRUCTION - 0 HOUR

ROOF FRAMING PLAN / DETAILS

ROOF DEMOLITION PLAN

1/16" = 1'-0"

BLDG #2

BLDG #1

BLDG #3

AutoCAD SHX Text DEMOLITION NOTES:. . ALL DIMENSIONS ARE +/- U.N.O. EXIST. ASPHALT-BASED ROOFING MATERIAL IS ASSUMED TO CONTAIN ASBESTOS (NON-FRIABLE CAT. 1) CONTRACTOR TO FOLLOW OSHA, EPA AND NESHAP REGULATIONS FOR REMOVAL AND DISPOSAL OF ALL RACM. REFER TO ASBESTOS MATERIAL SURVEY. REMOVE ALL EXIST. ROOF SYSTEMS DOWN TO DECK EXIST. CONDITIONS - ROOF #1 & #2 - ROOF #1 & #2 MODIFIED BITUMINOUS ROOF SYSTEM INSTALLED OVER ORIGINAL BUILT-UP ROOF SYSTEM. EXISTING CONDITIONS - ROOF #3 - ROOF #3 SMOOTH SURFACE BUILT-UP ROOF SYSTEM W/ FLOOD COAT OF ASPHALT EMULSION COATING. REMOVE ALL EXISTING WD. ROOF DECK (BUILDING #2 ONLY) REMOVE EXISTING ROOF TOP UNITS AND CURBS ON BUILDING #1. CAP GAS LINE BELOW ROOF DECK. DISCONNECT POWER AND REMOVE ALL WIRE. REMOVE ALL EXISTING ROOFTOP STRUCTURES AND SKYLIGHTS REMOVE ALL EXIST. BREATHERS REMOVE ALL EXISTING COPING, FLASHING, FASCIA AND GRAVEL STOPS U.N.O. ALL EXIST. ROOF DRAINS TO REMAIN U.N.O. ALL EXISTING VENTS,FLUES, AND FANS TO REMAIN U.N.O.

AutoCAD SHX Text CODED NOTES: REMOVE ROOF DRAIN AND PIPE BACK TO MAIN TIE-IN. CAP REMAINING LINE. INFILL OPENING W/ " APA 34" APA RATED OSB EXPOSURE 1 SHEATHING. INCLUDE IN BASE-BID. SEE STRUCT. DWGS. INSTALL METAL DECK ON EXIST. STRUCTURE (BUILDING #2 ONLY) SEE STRUCT. DWGS.

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AutoCAD SHX Text GENERAL NOTES:. . ALL DIMENSIONS ARE ± U.N.O.PROVIDE TAPERED INSULATION, CRICKETS AND SADDLES AS REQUIRED. SLOPE "/FOOT (MIN.) 14"/FOOT (MIN.) FLASH ALL EXISTING ROOF DRAINS EQUIP. CURBS, VENTS, FLUES, AND FANS PER ROOFING MANUFACTURES SPECIFICATIONS

AutoCAD SHX Text ALTERNATES G1 GUTTER & DOWNSPOUTS GUTTER & DOWNSPOUTS PROVIDE 8" MET. GUTTER & 6" DOWNSPOUTS (3 QTY) IN LIEU OF GRAVEL STOP G2 BUILDING #2 - TRUCK DOCK BUILDING #2 - TRUCK DOCK PROVIDE DEDUCT TO ELIMINATE ALL WORK ASSOCIATED WITH TRUCK DOCK AREA OF BLDG. #2 G3 BUILDING #3 BUILDING #3 PROVIDE DEDUCT TO ELIMINATE ALL WORK ASSOCIATED WITH BUILDING #3

AutoCAD SHX Text LEGEND RD EXISTING ROOF DRAIN EXISTING ROOF DRAIN B EXISTING BREATHER EXISTING BREATHER FAN EXISTING FAN EXISTING FAN FLUE EXISTING FLUE EXISTING FLUE VENT EXISTING VENTEXISTING VENT

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AutoCAD SHX Text UNIT PRICES U1 SHEATHING - BLDG #1 & #3 SHEATHING - BLDG #1 & #3 REMOVE ROTTED OR DAMAGED PORTIONS OF EXISTING WD. DECK. PROVIDE MATERIAL & LABOR TO REPLACE W/ " APA RATED OSB, 34" APA RATED OSB, EXPOSURE 1 SHEATHING. SEE SEE STRUCT. DWGS. PROVIDE UNIT PRICE PER 4x8 SHEET. (50 SHEETS TOTAL). U2 ROOF JOIST - BLDG #1 ROOF JOIST - BLDG #1 REMOVE EXISTING STRUCTURALLY DEFICIENT ROOF JOIST. PROVIDE MATERIAL & LABOR TO REPLACE W/ 1 " x 11 " LVL. SEE STRUCT 34" x 11 " LVL. SEE STRUCT 14" LVL. SEE STRUCT SEE STRUCT DWGS. PROVIDE UNIT PRICE PER LINEAL FOOT. (1,050 LF TOTAL) LF TOTAL) U3 ROOF JOIST - BLDG #2 ROOF JOIST - BLDG #2 REMOVE EXISTING STRUCTURALLY DEFICIENT ROOF JOIST. PROVIDE MATERIAL & LABOR TO REPLACE W/ 3 " x 14" LVL. SEE STRUCT 12" x 14" LVL. SEE STRUCT DWGS. PROVIDE UNIT PRICE PER LINEAL FOOT. (1,050 LF TOTAL) LF TOTAL)

AutoCAD SHX Text ALLOWANCES A1 MISCELLANEOUS MISCELLANEOUS BASE-BID TO INCLUDE A $25,000 ALLOWANCE FOR MISCELLANEOUS WORK NOT OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. USE OF THIS ALLOWANCE SHALL BE ONLY AS DIRECTED BY THE OWNER / ARCHITECT.

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OLSAVSKY JAMINET ARCHITECTS

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PROJECT NO.

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ISSUED

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REVISION

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TRACIE A.

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KAGLIC

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114 EAST FRONT STREET

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YOUNGSTOWN, OHIO

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(330) 744-8981

AutoCAD SHX Text THE INFORMATION CONTAINED ON THIS DRAWING WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF OLSAVSKY JAMINET ARCHITECTS. IT IS PROVIDED IN CONFIDENCE WITH THE UNDERSTANDING THAT IT SHALL NOT BE DUPLICATED OR USED FOR CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM OLSAVSKY JAMINET ARCHITECTS.

AutoCAD SHX Text 5/20/26

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DRAWN

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WRTA - ROOF REPLACEMENT

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730 MAHONING AVENUE

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YOUNGSTOWN, OHIO 44502

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RJJR

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VENT

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REMOVE EXIST. ROOF HATCH

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REMOVE ROOF TOP STRUCT

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REMOVE ROOF TOP STRUCT

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REMOVE ROOF TOP STRUCT

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REMOVE ROOF TOP STRUCT

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REMOVE ROOF TOP STRUCT

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REMOVE ROOF TOP STRUCT

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REMOVE DUCTWORK & CURB

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REMOVE DUCTWORK & CURB

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VENT

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VENT

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FLUE

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VENT

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VENT

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FLUE

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FAN

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FLUE

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VENT

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VENT

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VENT

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NO WORK THIS AREA FUTURE DEMOLITION (7,982 SF)

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VENT

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VENT

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VENT

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VENT

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REMOVE ALL BREATHERS TYP. (15 TOTAL)

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REMOVE ALL BREATHERS TYP. (15 TOTAL)

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REMOVE ALL BREATHERS TYP. (15 TOTAL)

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REMOVE SKYLIGHT STRUCTURE

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REMOVE SKYLIGHT STRUCTURE

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REMOVE SKYLIGHT STRUCTURE

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REMOVE SKYLIGHT STRUCTURE

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EXIST. COPING TO REMAIN (FUTURE DEMO)

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REMOVE TILE COPING THIS AREA

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REMOVE TILE COPING

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REMOVE TILE COPING

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REMOVE TILE COPING

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REMOVE TILE COPING

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REMOVE STONE COPING THIS AREA

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REMOVE TILE COPING

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REMOVE TILE COPING

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REMOVE EXIST. DOWNSPOUT

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REMOVE EXIST. DOWNSPOUT

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REMOVE MET. FASCIA AND WD. BLOCKING

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27,968 SF

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15,396 SF

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8,441 SF

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EXIST. GUTTERS & DS TO REMAIN

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EXIST. COPING TO REMAIN (FUTURE DEMO)

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REMOVE VENT

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VENT

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VENT

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REMOVE VENT

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REMOVE VENT

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REMOVE VENT

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REMOVE VENT

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REMOVE VENT

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REMOVE ALL EXIST. WD ROOF DECK (BLDG. #2 ONLY)

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REMOVE RTU AND CURB

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REMOVE RTU AND CURB

ROOF PLAN

1/16" = 1'-0"

BLDG #2

BLDG #1

BLDG #3

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AutoCAD SHX Text LEGEND RD EXISTING ROOF DRAIN EXISTING ROOF DRAIN B EXISTING BREATHER EXISTING BREATHER FAN EXISTING FAN EXISTING FAN FLUE EXISTING FLUE EXISTING FLUE VENT EXISTING VENTEXISTING VENT

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OLSAVSKY JAMINET ARCHITECTS

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PROJECT NO.

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ISSUED

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REVISION

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KAGLIC

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114 EAST FRONT STREET

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YOUNGSTOWN, OHIO

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(330) 744-8981

AutoCAD SHX Text 5/20/26

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DRAWN

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WRTA - ROOF REPLACEMENT

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730 MAHONING AVENUE

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YOUNGSTOWN, OHIO 44502

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RJJR

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VENT

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FLUE

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27,968 SF

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AutoCAD SHX Text ALUM. ROOF HATCH. 2x WD. FRAMING AS REQ.

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AREA OF TRUCK DOCK BELOW (3,942 SF)

AutoCAD SHX Text NOTE: EXTEND EPDM ROOFING OVER EXISTING ROOF & SECURE PREPARE FOR FUTURE EXTERIOR WALL

AutoCAD SHX Text 197'-8"

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NO WORK THIS AREA FUTURE DEMOLITION (7,982 SF)

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EPMD ROOFING

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EPMD ROOFING

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EPMD ROOFING

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METAL COPING

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TAPERED EDGE TYP.

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MET. GRAVEL STOP

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MET. GRAVEL STOP

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OVER FLOW SCUPPER SEE DET. 6/A3

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MET. GRAVEL STOP

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MET. GRAVEL STOP

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METAL COPING

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NOTE: MAINTAIN EXISTING VALLEY AND SLOPE TO DOWNSPOUT

AutoCAD SHX Text 6" MET. DS & BOOT (2 QTY) TIE TO EXIST. STORM LINE SEE DET. 6/A3 INCLUDE IN INCLUDE IN INCLUDE IN BASE BID

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NOTE: MAINTAIN EXIST. SADDLE AND SLOPE TO DRAIN

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EPMD ROOFING

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TAPERED EDGE TYP.

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METAL COPING.

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METAL COPING

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METAL GRAVEL STOP

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INFILL OPENING (200 SF)

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15,396 SF

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8,441 SF

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ALTERNATE-G1: PROVIDE 8" MET. GUTTER & 6" DOWNSPOUTS (3 QTY)

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INFILL OPENING (25 SF)

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VENT

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VENT

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INFILL OPENING (16 SF)

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INFILL OPENING (16 SF)

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INFILL OPENING (16 SF)

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INFILL OPENING (16 SF)

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INFILL OPENING (170 SF)

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INFILL OPENING (170 SF)

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INFILL OPENING (200 SF)

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INFILL OPENING (360 SF)

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INFILL OPENING (360 SF)

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INFILL OPENING (360 SF)

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INFILL OPENING (360 SF)

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INFILL OPENING (360 SF)

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INFILL OPENING (360 SF)

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SIM

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SIM

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OVER FLOW SCUPPER SEE DET. 6/A3

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SIM

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SIM

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SIM

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METAL COPING

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METAL COPING

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INFILL OPENING (16 SF)

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INFILL OPENING (16 SF)

PARAPET DETAIL

3/4" = 1'-0"

DOWNSPOUT BOOT DETAIL

NTS

OVERFLOW SCUPPER DETAIL

1 -1/2" = 1'-0"

31 PARAPET DETAIL

3/4" = 1'-0"

GRAVEL STOP DETAIL

11/2" = 1'-0"

5GRAVEL STOP DETAIL4

AT TRUCK DOCK11/2" = 1'-0"

SECTIONPLAN

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OLSAVSKY JAMINET ARCHITECTS

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PROJECT NO.

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ISSUED

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REVISION

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114 EAST FRONT STREET

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YOUNGSTOWN, OHIO

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(330) 744-8981

AutoCAD SHX Text 5/20/26

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DRAWN

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WRTA - ROOF REPLACEMENT

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730 MAHONING AVENUE

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YOUNGSTOWN, OHIO 44502

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RJJR

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PRESSURE TREATED WD. BLOCK.

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MET. COPING 24 GA. KYNAR INSTALL W/ CONT. CLEAT

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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PRESSURE TREATED WD BLOCKING

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TERMINATION BAR (CAULK)

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METAL FLASHING

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EXISTING MASONRY WALL CONSTRUCTION

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EXISTING WD. JOISTS

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1.5B 22 GAGE G60 GALV. STL. DECK ON EXIST. STRUCT.

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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P.T. WD BLOCKING

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EXIST. WOOD DECK SEE UNIT PRICES

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EXIST. WD. JOISTS

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FIELD VERIFY

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FIELD VERIFY

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FIELD VERIFY

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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P.T. WD BLOCKING

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EXIST. WOOD DECK SEE UNIT PRICES

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EXIST. WD. JOISTS

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NOTE: EXIST. STRUCTURE VARIES

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NOTE: EXIST. STRUCTURE VARIES

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EXISTING MASONRY WALL CONSTRUCTION

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EXIST. STEEL BEAM BEYOND

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EXIST. MASONRY PIER BEYOND

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EXISTING MASONRY WALL CONSTRUCTION

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EXIST. STEEL BEAM BEYOND

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EXIST. MASONRY PIER BEYOND

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MET. COPING 24 GA. KYNAR INSTALL W/ CONT. CLEAT

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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P.T. WD BLOCKING

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NOTE: THROUGH WALL METAL SCUPPER AS PER SMACNA REQUIREMENTS.

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CONT. SEALANT

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MET. FLASHING W/ DRIP EDGE

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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PRESSURE TREATED WD BLOCKING

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EPDM ROOF MEMBRANE ON " SUBSTRATE BOARD 12" SUBSTRATE BOARD FULLY ADHERE

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EXIST. WD. JOISTS

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EXISTING MASONRY WALL CONSTRUCTION

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EXIST. MASONRY PIER BEYOND

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CONT. SEALANT

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EXIST. WOOD DECK SEE UNIT PRICES

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CONT. SEALANT

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METAL GRAVEL STOP FASCIA W/ CONT. METAL CLEAT

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PRESSURE TREATED WD BLOCKING

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EXIST. METAL SIDING ON STL. FRAME

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EXISTING WD. STRUCTURE

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EXISTING WD. JOISTS

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PRESSURE TREATED WD FASCIA & BLOCKING

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EXISTING WD. JOISTS

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EXIST. METAL SIDING BEYOND

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METAL GRAVEL STOP FASCIA W/ CONT. METAL CLEAT

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BLDG #1

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BLDG #2

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BLDG #1

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BLDG #3

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BLDG #1

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EXIST

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NEW

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6" DS SEEROOF PLAN FOR LOCATIONS

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DS BOOT W/ SEAL

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6" DS SEEROOF PLAN FOR LOCATIONS

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6" DS BOOTW/ SEAL

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GRADE

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BUILDING WALL

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BUILDING WALL

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EXISTING STORM LINE TO REMAIN

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EXISTING STORM LINE TO REMAIN

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CLEANOUT

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ALTERNATE-G1: PROVIDE 8" METAL GUTTER AND 6" DS REFER TO DWG. A2

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ALTERNATE-G1: PROVIDE 8" METAL GUTTER AND 6" DS REFER TO DWG. A2

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ROOF INSUL. NOTE: MECH. FASTEN ALL LAYERS

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ROOF INSUL. NOTE: MECH. FASTEN ALL LAYERS

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ROOF INSUL. NOTE: MECH. FASTEN ALL LAYERS

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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VAPOR BARRIER

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1.5B 22 GAGE G60 GALV. STL. DECK ON EXIST. STRUCT.

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NOTE: EXIST. STRUCTURE VARIES

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CONT. SEALANT

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EPDM ROOF MEMBRANE ON 5.2" RIGID INSUL. (R15+R15 - 2 LAYERS)

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VAPOR BARRIER

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1.5B 22 GAGE G60 GALV. STL. DECK ON EXIST. STRUCT.

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VAPOR BARRIER

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01-TITLE

02-ARCH

03-STRUCT

File details come from the government source that posted it. Updated Jun 23, 2026.